Attachment 16 Revised Drawings AM0009- 4 April 2022.pdf

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SHEET ID

INDEX

DESIGN FILE SHEET NO. DESCRIPTION

GENERAL

CIVIL

GC502

GC501

GC104

GC103

GC102

GC101

GC100

G-003

G-002

G-001

MISCELLANEOUS CONSTRUCTION DETAILS

LOW PROFILE BARRICADES AND ROPE & BARREL FENCING DETAILS

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

CONSTRUCTION SAFETY AND PHASING PLAN NOTES

PHASING PLAN - CAZ #2

PHASING PLAN - CAZ #1

OVERALL PHASING PLAN

PROJECT LOCATION PLAN

INDEX OF DRAWINGS

COVER SHEET

HU09_CG501.DWG

HU09_CG104.DWG

HU09_CG103.DWG

HU09_CG102.DWG

HU09_CG101.DWG

HU09_CP504.DWG

HU09_CP503.DWG

HU09_CP502.DWG

HU09_CP501.DWG

HU09_CP404.DWG

HU09_CP403.DWG

HU09_CP402.DWG

HU09_CP401.DWG

HU09_CP201.DWG

HU09_CP104.DWG

HU09_CP103.DWG

HU09_CP102.DWG

HU09_CP101.DWG

HU09_CS503.DWG

HU09_CS502.DWG

HU09_CS501.DWG

HU09_CS104.DWG

HU09_CS103.DWG

HU09_CS102.DWG

HU09_CS101.DWG

HU09_CD201.DWG

HU09_CD104.DWG

HU09_CD103.DWG

HU09_CD102.DWG

HU09_CD101.DWG

CG501

CG104

CG103

CG102

CG101

CP504

CP503

CP502

CP501

CP404

CP403

CP402

CP401

CP201

CP104

CP103

CP102

CP101

CS503

CS502

CS501

CS104

CS103

CS102

CS101

CD201

CD104

CD103

CD102

CD101

ELECTRICAL

HU09_GC502.DWG

HU09_GC501.DWG

HU09_GC104.DWG

HU09_GC103.DWG

HU09_GC102.DWG

HU09_GC101.DWG

HU09_GC100.DWG

HU09_G-003.DWG

HU09_G-002.DWG

HU09_G-001.DWG

HU09_ET103.DWG

HU09_ET102.DWG

HU09_ET101.DWG

HU09_ES701.DWG

HU09_ES103.DWG

HU09_ES102.DWG

HU09_ES101.DWG

HU09_E-001.DWG

ET103

ET102

ET101

ES701

ES103

ES102

ES101

E-001

ELECTRICAL TELECOMMUNICATIONS CABINET

ELECTRICAL TELECOMMUNICATIONS SITE PLAN 2

ELECTRICAL TELECOMMUNICATIONS SITE PLAN

ELECTRICAL EQUIPMENT PICTURE

ELECTRICAL SITE PLAN 3

ELECTRICAL SITE PLAN 2

ELECTRICAL SITE PLAN

ELECTRICAL ABBREVIATIONS AND LEGEND

SUBDRAIN DETAILS

GRADING AND DRAINAGE PLAN - AREA D

GRADING AND DRAINAGE PLAN - AREA C

GRADING AND DRAINAGE PLAN - AREA B

GRADING AND DRAINAGE PLAN - AREA A

HYDRANT FUEL PIT SURFACE DRAINAGE DETAIL

REINFORCEMENT DETAILS

JOINT SEALANT DETAILS

JOINT DETAILS

JOINT LAYOUT PLAN - AREA D

JOINT LAYOUT PLAN - AREA C

JOINT LAYOUT PLAN - AREA B

JOINT LAYOUT PLAN - AREA A

REPLACEMENT PAVEMENT SECTIONS

PAVING PLAN - AREA D

PAVING PLAN - AREA C

PAVING PLAN - AREA B

PAVING PLAN - AREA A

TIE DOWN AND STATIC GROUND PLAN & DETAILS

PAVEMENT MARKING DETAILS - SHEET 2 OF 2

PAVEMENT MARKING DETAILS - SHEET 1 OF 2

SITE PLAN - AREA D

SITE PLAN - AREA C

SITE PLAN - AREA B

SITE PLAN - AREA A

REPLACEMENT REMOVAL SECTIONS

DEMOLITION PLAN - AREA D

DEMOLITION PLAN - AREA C

DEMOLITION PLAN - AREA B

DEMOLITION PLAN - AREA A

EXISTING CONDITIONS

HU09_VF104.DWG

HU09_VF103.DWG

HU09_VF102.DWG

HU09_VF101.DWG

HU09_VF100.DWG

VF104

VF103

VF102

VF101

VF100

EXISTING CONDITIONS PLAN - AREA D

EXISTING CONDITIONS PLAN - AREA C

EXISTING CONDITIONS PLAN - AREA B

EXISTING CONDITIONS PLAN - AREA A

TOPOGRAPHIC SURVEY INFORMATION PLAN

AS-BUILTS

HU09_M-901.DWG M-901 AVFUEL HYDRANT FUEL SYSTEM DETAILS AS-BUILTS

HU09_S-903.DWG

HU09_S-902.DWG

HU09_S-901.DWG

S-903

S-902

S-901

SUN SHADE CANOPY AS-BUILTS - SHEET 3 OF 3

SUN SHADE CANOPY AS-BUILTS - SHEET 2 OF 3

SUN SHADE CANOPY AS-BUILTS - SHEET 1 OF 3

®of Engineers

US Army Corps

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SCALE: 1" = 500' - 0"

KEY PLAN

U

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675'

675'

710'

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

2" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

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E E

R S

A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA A

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C

675'

675'

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

2" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA B

H U

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SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

2" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA C

BLDG

C-1

BLDG

D-1

BLDG

E-1

W

H U

\H

U C

D .d w g

:5

:0

P

M

/1 /2

P D

A

E C p d f.

p lt c fg

D S

A

E C

S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

T

C A

P

IT

O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

N U

A R

Y

S P

E C

N O

F

IL

E N

A M

E

A N

S I

D

W R

H

IL

L A

IR

F

O R

C E

B A

S E

U

T A

H

R E

P A

IR

W

E S

T

T

H /4

T

H F

W F

-3 A

P R

V E

R T

IS

E

M E

N T

S

G E

N E

R A

L R

E V

IS

IO

/0

/2

H U

C

D

.d w g

M H

U C

K L

E

B

G O

L

IB

E R

B

G O

L

IB

E R

K

H A

M O

L

IT

IO

N

P L

A N

A

R E

A

CD104

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

TRTR

TR

LEGEND

(REF L1: CD201)

AS NECESSARY TO BE REMOVED

14" PCC / 6" RBC / SUBGRADE

CONCRETE ENCASED CONDUIT TO BE REMOVED.

8. SEE SHEET M-901 FOR AS-BUILTS OF THE EXISTING LATERAL FUEL LINES AND

MANAGEMENT.

EXISTING PAVEMENTS TO REMAIN; DUST CONTROL; AND STORM WATER RUNOFF

PAVEMENT REMOVAL METHODS AND EQUIPMENT; PAVEMENT PROTECTION FOR

7. SUBMIT A PAVEMENT REMOVAL PLAN FOR REVIEW. THE PLAN SHALL ADDRESS

ON EXISTING PAVEMETNS TO REMAIN.

EQUIPMENT WITH A STEEL BUCKET OR BLADE WILL BE ALLOWED TO OPERATE

6. NO BUCKET LOADERS, SKID LOADERS, GRADERS OR OTHER SIMILAR

DAMAGE OF PAVEMENTS TO REMAIN.

EXISTING PAVEMENT SHALL HAVE INFLATED RUBBER TIRES TO PREVENT

5. ALL PAVEMENT REMOVAL EQUIPMENT AND ANY OTHER EQUIPMENT USED ON

PROJECT. PARITAL SLAB REMOVAL/REPLACEMENT SHALL NOT BE ALLOWED.

CONTRACTOR’S EXPENSE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS

OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT THE

REPLACEMENT UNDER THIS CONTRACT THAT ARE DAMAGED DUE TO

REMAIN. ANY EXISTING SLABS THAT ARE NOT SCHEDULED FOR REMOVAL AND

4. CARE SHALL BE TAKEN TO PREVENT DAMAGE TO EXISTING PAVEMENT TO

THE CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY

OR INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

3. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA,

2. SEE SHEET CD201 FOR PAVEMENT REMOVAL SECTIONS.

REINFORCED WITH 0.05% DEFORMED STEEL BARS IN BOTH DIRECTIONS.

1. ALL EXISTING ODD SHAPED SLABES AND SLABS THAT ARE 12.5’ X 12.5’ ARE

GENERAL SHEET NOTES

SHEET KEYNOTES

REMOVED. SEE SHEETS S-901 THRU S-903 FOR EXISTING SUN SHADE AS-BUILTS.

8. EXISTING 10”DIAMTER STEEL COLUMNS ANCHORED TO THE CONCRETE TO BE

7. EXISTING HYDRANT FUEL PIT TO REMAIN.

6. EXISTING AREA INLET TO REMAIN.

BEEN CONSTRUCTED.

AT IT’S NEW LOCATION AFTER NEW CONCRETE AND SUN SHADE SHELTERS HAVE

5. EXISTING CREW SHACK TO BE REMOVED AND SAFELY STORED AND RE-INSTALLED

CREW SHACK LOCATIONS.

REINSTALLED NEAR THE NEW CREW SHACKS B AND C. SEE SITE PLANS FOR

4. EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED, SAFELY STORED, AND

S-901 THRU S-903 FOR SUN SHADE AS-BUILT INFORMATION.

3. EXISTING SUN SHADE SHELTER TO BE REMOVED AND RECYCLED. SEE SHEETS

VERTICAL SAWCUT. SEE SHEET CD201 FOR DOUBLE AND TRIPLE SAWCUT DETAILS.

2. INITIATE ALL CONCRETE REMOVALS WITH A DOUBLE OR TRIPLE, FULL DEPTH

1. INITIATE ALL ASHPALT REMOVALS WITH A SINGLE, FULL DEPTH VERTICAL SAWCUT.

(REF L7: CD201

AS NECESSARY TO BE REMOVED

2" ACC / 6" ABC / SUBGRADE

PORTLAND CEMENT CONCRETEPCC

ASPHALT CEMENT CONCRETEACC

AGGREGATE BASE COURSEABC

RIGID BASE COURSERBC

FUEL LINE TO BE REMOVED

ABANDONED 6" ASBESTOS CEMENT

CEMENT ELECTRICAL CONDUIT TO BE REMOVED

ABANDONED CONCRETE ENCASED 4" ASBESTOS

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

DEMOLITION PLAN - AREA D

H U

\H

U C

S .d w g

:5

:3

P

M

/1 /2

P D

A

E C p d f.

p lt c fg

D S

A

E C

S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

T

C A

P

IT

O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

N U

A R

Y

S P

E C

N O

F

IL

E N

A M

E

A N

S I

D

W R

H

IL

L A

IR

F

O R

C E

B A

S E

U

T A

H

R E

P A

IR

W

E S

T

T

H /4

T

H F

W F

-3 A

P R

V E

R T

IS

E

M E

N T

S

G E

N E

R A

L R

E V

IS

IO

/0

/2

H U

C

S .d w g

M H

U C

K L

E

B

G O

L

IB

E R

B

G O

L

IB

E R

K

H A

IT

E P

L A

N

A R

E A

CS101

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

CO

D

U

U

U

205'

LEGEND

(REF K16: CS501 & G21: CS503)

AIR FORCE AIRCRAFT TIE DOWN

ANGLE WITH RESPECT TO THE INTERIOR AND PERIPHERAL TAXILANE CENTERLINES.

6. THE AIRCRAFT PARKING POSITION CENTERLINE MARKINGS ARE SET AT A 27°

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

DRAWINGS FOR CLARITY.

6”BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN OR DIMENSIONED ON THE

4. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-REFLECTIVE

PLANNED JOINT.

ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 3' FROM A

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL BE

2. SEE SHEET CS503 FOR TIE DOWN AND STATIC GROUND DETAILS.

1. SEE SHEET CS501 AND CS502 FOR PAVEMENT MARKING DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

15. EXISTING ELECTRICAL MANHOLE TO REMIAN.

14. EXISTING STORM DRAIN AREA INLET TO REMAIN.

13. EXISTING HYDRANT FUEL PIT TO REMAIN. (REF K12: CS501)

12. EXISTING HYDRANT FUEL LOW POINT PIT TO REMAIN. (REF K12: CS501)

EQUIPMENT AT THIS LOCACTION.

11. RE-INSTALL EXISTING CREW SHACK SHELTER AND ASSOCIATED

10. 12” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

9. 36” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

8. NEW SUN SHADE SHELTER.

7. NEW CREW SHACK SHELTER TO MATCH EXISTING CREW SHACK SHELTER.

6. NEW 6”RETRO-REFLECTIVE RED ENGINE INLET WARNING MARKING. (REF G13: CS502)

5. NEW AIRCRAFT STOP BAR MARKING. (REF B1: CS501)

4. NEW RETRO-REFLECTIVE YELLOW TAXILANE CENTERLINE MARKING. (REF J1: CS502)

3. NEW RESTRICTED AREA WARNING SIGN. (REF A13: CS502)

2. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING. (REF B1: CS502)

1. NEW ENTRY CONTROL POINT MARKING. (REF B1: CS502)

(REF B12: CS501 & H1:CS503)

STATIC GROUND POINT

CO

D PROPOSED SUN SHADE ROOF DRAIN MANHOLE

PROPOSED SUBDRAIN OR SUN SHADE ROOF DRAIN CLEANOUT (REF H6: CG501)

R 30 TAXILANE CENTERLINE RADIUS (FT)

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

SITE PLAN - AREA A

W

H U

\H

U C

S .d w g

:0

:5

P

M

/1 /2

P D

A

E C p d f.

p lt c fg

D S

A

E C

S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

T

C A

P

IT

O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

N U

A R

Y

S P

E C

N O

F

IL

E N

A M

E

A N

S I

D

W R

H

IL

L A

IR

F

O R

C E

B A

S E

U

T A

H

R E

P A

IR

W

E S

T

T

H /4

T

H F

W F

-3 A

P R

V E

R T

IS

E

M E

N T

S

G E

N E

R A

L R

E V

IS

IO

/0

/2

H U

C

S .d w g

M H

U C

K L

E

B

G O

L

IB

E R

B

G O

L

IB

E R

K

H A

E P

L A

N

A R

E A

B

CS102

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

CO

CO

CO

U

C

LEGEND

(REF K16: CS501 & G21: CS503)

AIR FORCE AIRCRAFT TIE DOWN

ANGLE WITH RESPECT TO THE INTERIOR AND PERIPHERAL TAXILANE CENTERLINES.

6. THE AIRCRAFT PARKING POSITION CENTERLINE MARKINGS ARE SET AT A 27°

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

DRAWINGS FOR CLARITY.

6”BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN OR DIMENSIONED ON THE

4. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-REFLECTIVE

PLANNED JOINT.

ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 3' FROM A

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL BE

2. SEE SHEET CS503 FOR TIE DOWN AND STATIC GROUND DETAILS.

1. SEE SHEET CS501 AND CS502 FOR PAVEMENT MARKING DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

15. EXISTING ELECTRICAL MANHOLE TO REMIAN.

14. EXISTING STORM DRAIN AREA INLET TO REMAIN.

13. EXISTING HYDRANT FUEL PIT TO REMAIN. (REF K12: CS501)

12. EXISTING HYDRANT FUEL LOW POINT PIT TO REMAIN. (REF K12: CS501)

EQUIPMENT AT THIS LOCACTION.

11. RE-INSTALL EXISTING CREW SHACK SHELTER AND ASSOCIATED

10. 12” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

9. 36” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

8. NEW SUN SHADE SHELTER.

7. NEW CREW SHACK SHELTER TO MATCH EXISTING CREW SHACK SHELTER.

6. NEW 6”RETRO-REFLECTIVE RED ENGINE INLET WARNING MARKING. (REF G13: CS502)

5. NEW AIRCRAFT STOP BAR MARKING. (REF B1: CS501)

4. NEW RETRO-REFLECTIVE YELLOW TAXILANE CENTERLINE MARKING. (REF J1: CS502)

3. NEW RESTRICTED AREA WARNING SIGN. (REF A13: CS502)

2. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING. (REF B1: CS502)

1. NEW ENTRY CONTROL POINT MARKING. (REF B1: CS502)

(REF B12: CS501 & H1:CS503)

STATIC GROUND POINT

CO

D PROPOSED SUN SHADE ROOF DRAIN MANHOLE

PROPOSED SUBDRAIN OR SUN SHADE ROOF DRAIN CLEANOUT (REF H6: CG501)

R 30 TAXILANE CENTERLINE RADIUS (FT)

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

SITE PLAN - AREA B

H U

\H

U C

S .d w g

:0

:3

P

M

/1 /2

P D

A

E C p d f.

p lt c fg

D S

A

E C

S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

T

C A

P

IT

O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

N U

A R

Y

S P

E C

N O

F

IL

E N

A M

E

A N

S I

D

W R

H

IL

L A

IR

F

O R

C E

B A

S E

U

T A

H

R E

P A

IR

W

E S

T

T

H /4

T

H F

W F

-3 A

P R

V E

R T

IS

E

M E

N T

S

G E

N E

R A

L R

E V

IS

IO

/0

/2

H U

C

S .d w g

M H

U C

K L

E

B

G O

L

IB

E R

B

G O

L

IB

E R

K

H A

E P

L A

N

A R

E A

CS103

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

CO

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

CO

5 5

90'

LEGEND

(REF K16: CS501 & G21: CS503)

AIR FORCE AIRCRAFT TIE DOWN

ANGLE WITH RESPECT TO THE INTERIOR AND PERIPHERAL TAXILANE CENTERLINES.

6. THE AIRCRAFT PARKING POSITION CENTERLINE MARKINGS ARE SET AT A 27°

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

DRAWINGS FOR CLARITY.

6”BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN OR DIMENSIONED ON THE

4. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-REFLECTIVE

PLANNED JOINT.

ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 3' FROM A

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL BE

2. SEE SHEET CS503 FOR TIE DOWN AND STATIC GROUND DETAILS.

1. SEE SHEET CS501 AND CS502 FOR PAVEMENT MARKING DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

15. EXISTING ELECTRICAL MANHOLE TO REMIAN.

14. EXISTING STORM DRAIN AREA INLET TO REMAIN.

13. EXISTING HYDRANT FUEL PIT TO REMAIN. (REF K12: CS501)

12. EXISTING HYDRANT FUEL LOW POINT PIT TO REMAIN. (REF K12: CS501)

EQUIPMENT AT THIS LOCACTION.

11. RE-INSTALL EXISTING CREW SHACK SHELTER AND ASSOCIATED

10. 12” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

9. 36” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

8. NEW SUN SHADE SHELTER.

7. NEW CREW SHACK SHELTER TO MATCH EXISTING CREW SHACK SHELTER.

6. NEW 6”RETRO-REFLECTIVE RED ENGINE INLET WARNING MARKING. (REF G13: CS502)

5. NEW AIRCRAFT STOP BAR MARKING. (REF B1: CS501)

4. NEW RETRO-REFLECTIVE YELLOW TAXILANE CENTERLINE MARKING. (REF J1: CS502)

3. NEW RESTRICTED AREA WARNING SIGN. (REF A13: CS502)

2. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING. (REF B1: CS502)

1. NEW ENTRY CONTROL POINT MARKING. (REF B1: CS502)

(REF B12: CS501 & H1:CS503)

STATIC GROUND POINT

CO

D PROPOSED SUN SHADE ROOF DRAIN MANHOLE

PROPOSED SUBDRAIN OR SUN SHADE ROOF DRAIN CLEANOUT (REF H6: CG501)

R 30 TAXILANE CENTERLINE RADIUS (FT)

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

SITE PLAN - AREA C

BLDG

D-1

BLDG

E-1

W

H U

\H

U C

S .d w g

:0

:3

P

M

/1 /2

P D

A

E C p d f.

p lt c fg

D S

A

E C

S c re e n F u ll

S iz e .d s c ri

A H

A D

IS

T

R

IC

T

C A

P

IT

O L

A V

E

O M

A H

A

N E

W C

X X

X X

J A

N U

A R

Y

S P

E C

N O

F

IL

E N

A M

E

A N

S I

D

W R

H

IL

L A

IR

F

O R

C E

B A

S E

U

T A

H

R E

P A

IR

W

E S

T

T

H /4

T

H F

W F

-3 A

P R

V E

R T

IS

E

M E

N T

S

G E

N E

R A

L R

E V

IS

IO

/0

/2

H U

C

S .d w g

M H

U C

K L

E

B

G O

L

IB

E R

B

G O

L

IB

E R

K

H A

E P

L A

N

A R

E A

CS104

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

NORTH

PLAN

0 500' 1000'

A

B

C

D

L17

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

D D

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

F

A

F- A

CO

CO

CO

TRTR

TR

5 5

LEGEND

(REF K16: CS501 & G21: CS503)

AIR FORCE AIRCRAFT TIE DOWN

ANGLE WITH RESPECT TO THE INTERIOR AND PERIPHERAL TAXILANE CENTERLINES.

6. THE AIRCRAFT PARKING POSITION CENTERLINE MARKINGS ARE SET AT A 27°

CONTRACTOR AT HIS OWN EXPENSE.

CONTRACTOR’S OPERATIONS SHALL BE ENTIRELY REMOVED AND REPLACED BY THE

INDICATED TO BE REMOVED, THAT ARE MARRED OR REMOVED BY THE

5. EXISTING PAVEMENT MARKINGS NOT WITHIN THE PAVEMENT REMOVAL AREA, OR

DRAWINGS FOR CLARITY.

6”BLACK MARKING. THE 6”BLACK MARKING IS NOT SHOWN OR DIMENSIONED ON THE

4. ALL NEW PAVEMENT MARKINGS SHALL BE OUTLINED WITH A NON-REFLECTIVE

PLANNED JOINT.

ADJUSTED AS NECESSARY SO THAT THE DEVICES ARE A MINIMUM OF 3' FROM A

3. THE FINAL LOCATION OF ALL TIE DOWN AND GROUNDING POINTS SHOWN SHALL BE

2. SEE SHEET CS503 FOR TIE DOWN AND STATIC GROUND DETAILS.

1. SEE SHEET CS501 AND CS502 FOR PAVEMENT MARKING DETAILS.

GENERAL SHEET NOTES

SHEET KEYNOTES

15. EXISTING ELECTRICAL MANHOLE TO REMIAN.

14. EXISTING STORM DRAIN AREA INLET TO REMAIN.

13. EXISTING HYDRANT FUEL PIT TO REMAIN. (REF K12: CS501)

12. EXISTING HYDRANT FUEL LOW POINT PIT TO REMAIN. (REF K12: CS501)

EQUIPMENT AT THIS LOCACTION.

11. RE-INSTALL EXISTING CREW SHACK SHELTER AND ASSOCIATED

10. 12” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

9. 36” WIDE PARKING EQUIPMENT CLEARANCE SPACE.

8. NEW SUN SHADE SHELTER.

7. NEW CREW SHACK SHELTER TO MATCH EXISTING CREW SHACK SHELTER.

6. NEW 6”RETRO-REFLECTIVE RED ENGINE INLET WARNING MARKING. (REF G13: CS502)

5. NEW AIRCRAFT STOP BAR MARKING. (REF B1: CS501)

4. NEW RETRO-REFLECTIVE YELLOW TAXILANE CENTERLINE MARKING. (REF J1: CS502)

3. NEW RESTRICTED AREA WARNING SIGN. (REF A13: CS502)

2. NEW 6”RETRO REFELCTIVE RED RESTRICTED AREA MARKING. (REF B1: CS502)

1. NEW ENTRY CONTROL POINT MARKING. (REF B1: CS502)

(REF B12: CS501 & H1:CS503)

STATIC GROUND POINT

CO

D PROPOSED SUN SHADE ROOF DRAIN MANHOLE

PROPOSED SUBDRAIN OR SUN SHADE ROOF DRAIN CLEANOUT (REF H6: CG501)

R 30 TAXILANE CENTERLINE RADIUS (FT)

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A1 SCALE: 1" = 30' - 0"

SITE PLAN - AREA D

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

LEGEND

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B BRAVO PARKING ROW/SUN SHADE

SHELTER

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CHARLIE PARKING ROW/SUN SHADE

SHELTER

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D DELTA PARKING ROW/SUN SHADE

SHELTER

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ECHO PARKING ROW/SUN SHADE

SHELTER

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F FOXTROT PARKING ROW/SUN SHADE

SHELTER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G GOLF PARKING ROW/SUN SHADE

SHELTER

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

PLAN NORTH

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

B

C

D

E

F

G

= BRAVO PARKING ROW

= CHARLIE PARKING ROW

= DELTA PARKING ROW

= ECHO PARKING ROW

= FOXTROT PARKING ROW

= GOLF PARKING ROW

= UNDERGROUND CONDUIT

= NEW BRAVO CREW SHACK

= EXISTING/REINSTALLED CHARLIE CREW SHACK

= DELTA CREW SHACK

= ECHO CREW SHACK

= FOXTROT CREW SHACK

= GOLF CREW SHACK

B

C

D

E

F

G

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

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D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

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AR

K

D

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C R

IP

TI

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2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

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B

E-001

EL

EC

TR

IC

AL

A

BB

R

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IA

TI

O

N S

AN

D

L

EG

EN

D

H

IL

L

AI

R F

O R

C E

BA

SE

, U

TA

H

SA

C R

AM

EN

TO

D

IS

TR

IC

T

IN

-H

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SE

D

ES

IG

N

J

S

TR

EE

T

SA

C

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AM

EN

TO

, C A

T.

M

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G

AN

T.

M

O R

G

AN

T.

M

O R

G

AN

D . C

AR

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I

AP

R

IL

W

2R

W

2C

XX

XX

SP

EC

N O

D

ES

IG

N

F

IL

E:

AD

VE

R

TI

SE

M

EN

T

SE

T

R

EP

AI

R

W

ES

T

8T H

F -3

AP

R O

N

PN

H

AF

B W

ES

T

8T

H A

PR

O

N

AM

EN

D

M

EN

T #0

G

EN

ER

AL

R

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IS

IO

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

ES101

EL

EC

TR

IC

AL

S

IT

E

PL

AN

H

IL

L

AI

R F

O R

C E

BA

SE

, U

TA

H

SA

C R

AM

EN

TO

D

IS

TR

IC

T

IN

-H

O U

SE

D

ES

IG

N

J

S

TR

EE

T

SA

C

R

AM

EN

TO

, C A

T.

M

O R

G

AN

T.

M

O R

G

AN

T.

M

O R

G

AN

D . C

AR

U

LL

I

AP

R

IL

W

2R

W

2C

XX

XX

SP

EC

N O

D

ES

IG

N

F

IL

E:

AD

VE

R

TI

SE

M

EN

T

SE

T

R

EP

AI

R

W

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T

8T H

F -3

AP

R O

N

PN

H

AF

B W

ES

T

8T

H A

PR

O

N

KEYED NOTES

NUMBER DESCRIPTION

SHEET ES101 DISPLAYS EXISTING UNDERGROUND ELECTRICAL POWER

DISTRIBUTION TO PARKING LOT SHELTERS. FOR INFORMATION ONLY.

480 VOLT UNDERGROUND ELECTRICAL FEEDERS FROM 500 KVA

TRANSFORMER.

IN SERVICE ELECTRICAL MANHOLE

IN SERVICE ELECTRICAL HANDHOLE

TYP.

TYP.

TYP.

1 1/2" = 1'-0"A1 UNDERGROUND POWER DISTRIBUTION

PLAN NORTH

0 0.25' 0.5' 1' 1.5'

AM

EN

D M

EN

T

#0

G

EN

ER

AL

R

EV

IS

IO

N S

GENERAL NOTES

NUMBER DESCRIPTION

1 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2022. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

2 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2024. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

ES102

EL

EC

TR

IC

AL

S

IT

E

PL

AN

H

IL

L

AI

R F

O R

C E

BA

SE

, U

TA

H

SA

C R

AM

EN

TO

D

IS

TR

IC

T

IN

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SE

D

ES

IG

N

J

S

TR

EE

T

SA

C

R

AM

EN

TO

, C A

T.

M

O R

G

AN

T.

M

O R

G

AN

T.

M

O R

G

AN

D . C

AR

U

LL

I

AP

R

IL

W

2R

W

2C

XX

XX

SP

EC

N O

D

ES

IG

N

F

IL

E:

AD

VE

R

TI

SE

M

EN

T

SE

T

R

EP

AI

R

W

ES

T

8T H

F -3

AP

R O

N

PN

H

AF

B W

ES

T

8T

H A

PR

O

N

KEYED NOTES 2

NUMBER DESCRIPTION

NEW BRAVO CREW SHELTER TO MATCH THE EXISTING CREW SHACK

SHELTER AT CHARLIE. SEE SPECIFICATIONS FOR MORE DETAILS.

THE CONTRACTOR WILL REMOVE EXISTING HID LIGHTING UNDER EACH SUN

SHADE SHELTER. INSTALL NEW 120V CEILING MOUNT, LED LIGHTING.

LIGHTING CONTROLS SHALL BE WEATHERPROOF MANUAL ON/OFF SWITCH

WITH MOTION SENSOR. SEE SPECIFICATIONS FOR MORE DETAILS.

PROVIDE A NEW LIGHTNING PROTECTION SYSTEM FOR EACH SUN SHADE

SHELTER IN ACCORDANCE WITH NFPA 780 AND AFM 32-1065. THE

SUNSHADE STRUCTURES ACT AS THE STRIKE TERMINATION DEVICE, MAIN

CONDUCTOR AND DOWN CONDUCTORS. PROVIDE GROUND RODS BONDED

TO THE STRUCTURES AT TWO DIAGONAL OPPOSITE CORNERS TO SERVE

AS THE GROUNDING ELECTRODE CONDUCTORS.

PROVIDE NEW DOUBLE DUPLEX RECEPTACLE AT EVERY

TELECOMMUNICATIONS ENCLOSURE CABINET LOCATED AT EVERY OTHER

PARKING STALL. USE EXISTING, 208/120V EXTERIOR PANELBOARD AT

BRAVO AND CHARLIE PARKING ROWS.

EXISTING CREW SHACK AT CHARLIE PARKING ROW.

TYP.

TYP.

TYP.

B C

0 0.25' 0.5' 1' 1.5'

PLAN NORTH

1 1/2" = 1'-0"A1 HILL AFB WEST 388TH PARKING ROWS

GENERAL NOTES

NUMBER DESCRIPTION

1 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2022. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

2 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2024. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

AM

EN

D M

EN

T

#0

G

EN

ER

AL

R

EV

IS

IO

N S

TYP.

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

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3 5 7 9 11 13 15 17 19

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PL

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1 1/2" = 1'-0"A2 LED WIND CONE AND LIGHT BASE CAN

KEYED NOTES 3

NUMBER DESCRIPTION

PROVIDE A NEW 20' X 20' X 6" CONCRETE PAD FOR NEW LIGHT BASE CAN

AND LED WIND CONE. FINAL LOCATION TO BE DETERMINED BY UFC 3-535-01

AND APPROVED BY THE AIRFIELD MANAGER.

PROVIDE A NEW LIGHT BASE CAN, FAA TYPE L-867. THE BASE CAN WILL BE

USED AS AN ELECTRICAL JUNCTION BOX AND INSTALLED UNDERGROUND,

INSIDE THE CONCRETE PAD. PROVIDE NEW ANCHOR BOLTS, GROUND RODS

AND A NEW COUNTERPOISE OVER DUCTBANK FOR CONNECTION TO THE

LIGHT BASE CAN, IN ACCORDANCE WITH UFC 3-520-01 AND UFC 3-535-02.

ALL GROUNDING CONDUCTORS MUST BE SOLID BARE COPPER #6 AWG AND

BONDED TO GROUND RODS BY AN EXOTHERMIC WIELD.

PROVIDE A NEW, VOLTAGE DRIVEN (VAC) LED WIND CONE WITH INTEGRAL

LED LIGHT, RIGID FAA TYPE L-807, SIZE 2 PER UFC 3-535-02. LED WIND CONE

WILL BE VOLTAGE DRIVEN INSTEAD OF CURRENT DRIVEN. CONNECT WIND

CONE TO BASE CAN ANCHOR BOLTS. PROVIDE NEW UNDERGROUND

CONDUIT AND CONDUCTOR WIRES FROM BRAVO SUNSHADE SHELTER PER

UFC CRITERIA. FEED THROUGH LIGHT BASE CAN AND CONNECT TO

VOLTAGE DRIVEN, LED WIND CONE.

2 3

B C D E F G

0 0.25' 0.5' 1' 1.5'

PLAN NORTH

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GENERAL NOTES

NUMBER DESCRIPTION

1 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2022. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

2 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2024. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

SHEET ID

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ES701

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PI

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TU

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M

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M

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AR

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F -3

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GENERAL NOTES 2

NUMBER DESCRIPTION

1 SHEET ES701 DISPLAYS THE EXISTING ELECTRICAL EQUIPMENT AT EACH

SUNSHADE PARKING ROW. 1-480/277V PANELBOARD, 1-480-208/120V 75 KVA

TRANSFORMER AND 1-208/120V PANELBOARD.

2 EXISTING ELECTRICAL EQUIPMENT WILL BE UTILIZED TO PROVIDE TWO

WEATHERPROOF, GFCI DUPLEX RECEPTACLES FOR TELECOMMUNICATION

ENCLOSURE CABINETS. TWO DUAL FIBER OPTIC TERMINATION OUTLETS

WILL BE INSTALLED IN ADDITION TO THE DOUBLE DUPLEX RECEPTACLES.

SEE SHEET ET-102 AND SPECIFICATIONS FOR MORE DETAILS.

1 1/2" = 1'-0"A1 EXISTING ELECTRICAL EQUIPMENT

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M

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AR

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B C D E F G

TELECOM KEYED NOTES

NUMBER DESCRIPTION

SHEET ET101 DISPLAYS EXISTING UNDERGROUND TELECOMMUNICATIONS

DISTRIBUTION TO PARKING LOT SHELTERS, FOR INFORMATION ONLY.

EXISTING TELECOMMUNICATIONS MANHOLE "MH 21014-13". EXISTING,

VACANT INNERDUCTS ARE CONNECTED TO CHARLIE, ECHO AND GOLF

PARKING ROW SHELTERS.

EXISTING TELECOMMUNICATIONS MANHOLE "MH 21014-09". EXISTING

VACANT INNERDUCT TO DELTA PARKING ROW.

BORE IN NEW 4" PVC CONDUIT WITH 4-1" INNERDUCTS FROM CHARLIE

PARKING ROW TO BRAVO PARKING ROW. PROVIDE NEW TELECOM

JUNCTION BOX AT BRAVO PARKING ROW FOR 4" CONDUIT.

PROVIDE NEW 6 STRAND FIBER OPTIC CABLES FROM BRAVO AND CHARLIE

CREW SHACKS TO EACH TELECOMMUNICATION ENCLOSURE CABINET

(KIOSK). ONE TELECOMMUNICATIONS ENCLOSURE CABINET WILL BE

PLACED AT EVERY OTHER PARKING STALL FOR EACH PARKING ROW. SEE

SHEET ET102 AND SPECIFICATIONS FOR MORE DETAILS.

EACH TELECOMMUNICATIONS CABINET WILL BE NEMA 4X RATED, FOR

PROTECTION AGAINST WEATHER AND RUST. SEE SPECIFICATIONS FOR

MORE DETAILS.

PROVIDE 12 STRAND SINGLE MODE, FIBER OPTIC CABLES FROM MH

21014-13 TO BRAVO AND CHARLIE CREW SHACKS USING EXISTING VACANT

INNERDUCTS.. TERMINATE FIBER OPTIC CABLES TO THE

TELECOMMUNICATIONS EQUIPMENT RACK. RUN FIBER OPTIC CABLES TO

EQUIPMENT RACK USING THE COMMUNICATIONS ENTRANCE POINT

IDENTIFIED ON THE CREW SHELTER AS-BUILT DRAWINGS.

FROM THE NEW BRAVO CREW SHACK'S EQUIPMENT RACK, PROVIDE NEW

FIBER NETWORK DROPS TO EACH TELECOMMUNICATIONS CABINET. FIBER

OPTIC CABLES WILL RUN FROM THE CREW SHACK TO

TELECOMMUNICATIONS ENCLOSURE CABINET, LOCATED AT EVERY OTHER

PARKING STALL. TWO DUAL, FIBER OPTIC TERMINATION OUTLETS WILL BE

PROVIDED WITHIN EACH CABINET.

FROM THE EXISTING/REINSTALLED CHARLIE CREW SHACK'S EQUIPMENT

RACK, PROVIDE NEW FIBER NETWORK DROPS TO EACH

TELECOMMUNICATIONS CABINET. FIBER OPTIC CABLES WILL RUN FROM

THE CREW SHACK TO TELECOMMUNICATIONS ENCLOSURE CABINET,

LOCATED AT EVERY OTHER PARKING STALL. TWO DUAL, FIBER OPTIC

TERMINATION OUTLETS WILL BE PROVIDED WITHIN EACH CABINET.

1 1/2" = 1'-0"A1 EXISTING TELECOM OSP PLAN

0 0.25' 0.5' 1' 1.5'

PLAN NORTH

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GENERAL NOTES

NUMBER DESCRIPTION

1 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2022. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

2 AN AIRSHOW IS SCHEDULED FOR THE 3RD WEEK OF JUNE IN 2024. THE

CONTRACTOR WILL NOT WORK THE MONDAY BEFORE THE AIRSHOW

THROUGH THE MONDAY AFTER THE AIRSHOW. THE CONTRACTOR WILL NOT

BE ALLOWED TO ENTER THE CONSTRUCTION AREA DURING THE AIR SHOW.

SHEET ID

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L

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AM

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1 1/2" = 1'-0"1 HILL AFB WEST 388TH PARKING ROWS 2

TELECOM KEYED NOTES 2

NUMBER DESCRIPTION

1 PROVIDE ONE TELECOMMUNICATIONS ENCLOSURE CABINET KIOSKS FOR

EVERY OTHER PARKING STALL.

2 RUN 6 STRAND FIBER OPTIC CABLES FROM NEW BRAVO CREW SHACK TO

TELECOMMUNICATIONS CABINET. TERMINATE FIBER OPTIC CABLES TO TWO

DUPLEX FIBER OPTIC TERMINATION OUTLETS, TO BE INSTALLED INSIDE OF

EACH TELECOMMUNICATION CABINET.

3 RUN 6 STRAND FIBER OPTIC CABLES FROM EXISTING CHARLIE CREW

SHACK TO TELECOMMUNICATIONS CABINET. TERMINATE FIBER OPTIC

CABLES TO TWO DUPLEX FIBER OPTIC TERMINATION OUTLETS, TO BE

INSTALLED INSIDE OF EACH TELECOMMUNICATION CABINET.

TYP.

B C

SHEET ID

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N1 1/2" = 1'-0"J1 TELECOMMUNICATIONS CABINET KIOSK

1 1/2" = 1'-0"A1 TELECOMMUNICATIONS CABINET KIOSK 2

GENERAL NOTES 3

NUMBER DESCRIPTION

1 SHEET ET103 DISPLAYS A SAMPLE TELECOMMUNICATIONS ENCLOSURE

CABINET.

2 CONTRACTOR WILL PROVIDE A EQUIVALENT TELECOMMUNICATIONS

CABINET AND INSTALL DOUBLE DUPLEX RECEPTACLE AND TWO FIBER

OPTIC PORT OUTLETS.

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